dc.creatorKittl,
dc.creatorGalleguillos,
dc.creatorDiaz, Eloisa
dc.date.accessioned2018-12-20T14:08:19Z
dc.date.available2018-12-20T14:08:19Z
dc.date.created2018-12-20T14:08:19Z
dc.date.issued1985
dc.identifierInternational Journal of Cement Composites and Lightweight Concrete, Volumen 7, Issue 3, 2018, Pages 193-197
dc.identifier02625075
dc.identifier10.1016/0262-5075(85)90007-7
dc.identifierhttps://repositorio.uchile.cl/handle/2250/154181
dc.description.abstractThis paper presents the properties of a new fibre cement material formed by short ductile copper fibres randomly distributed in portland cement paste and compacted by compression to 35 MPa. The optimum percentage and the length of the fibres are determined. Load-deflection behaviour, strength and elastic modulus are reported. Comparisons with samples of pure cement paste are made. In determining the strength at fracture the three point bending test was used with samples in moist and dry states. The results show a pseudoductile material with a flexural strength of about 19 to 24 MPa. © 1985.
dc.languageen
dc.rightshttp://creativecommons.org/licenses/by-nc-nd/3.0/cl/
dc.rightsAttribution-NonCommercial-NoDerivs 3.0 Chile
dc.sourceInternational Journal of Cement Composites and Lightweight Concrete
dc.subjectcement
dc.subjectcomposite material
dc.subjectcopper fibre
dc.subjectfailure
dc.subjectFibre composite
dc.subjectmodulus of elasticity
dc.subjectreinforcing materials
dc.subjectstrength at fracture
dc.subjectstrength of materials
dc.titleProperties of compacted copper fibre reinforced cement composite
dc.typeArtículo de revista


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